HomeMy WebLinkAboutItem 05 KTJ First Addition1
City of Lakeville
Planning Department
Memorandum
To: Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: April 29, 2022
Subject: Packet Material for the April 5, 2022 Planning Commission Meeting
Agenda
Item: Consider the application of Oppidan Investment Company for the preliminary plat of
KTJ First Addition and a conditional use permit for building height greater than 45 in
the I-2, General Industrial District.
Action Deadline: May 28, 2022
BACKGROUND
Oppidan Investment Company representatives have submitted applications and plans for a
preliminary plat and site plan for KTJ First Addition, which proposes one industrial lot totaling
22.85 acres combined from two separate parent parcels. A conditional use permit application has
been submitted to allow a building height greater than 45 feet in the I-2, General Industrial
District. The property is located east of Cedar Avenue (CSAH 23), south of the future extended
215th Street (CSAH 70), and west of the Lakeville/Farmington city boundary. The development
would include one 400,000 square foot warehouse building.
The preliminary plat plans have been submitted to:
1. Engineering Division staff
2. The Parks and Recreation Department
3. The Parks, Recreation and Natural Resources Committee
4. The Dakota County Plat Commission
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The following exhibits are attached for your information:
EXHIBITS
A. Location and Zoning Map
B. Aerial Photo Map
C. Preliminary Plat
D. Site Plan
E. Grading Plan
F. Erosion Control Plans (2 Pages)
G. Utility Plans
H. Landscape Plan
I. Exterior Lighting Plan
J. Building Elevation Plan (3 Pages)
K. Dakota County Plat Commission letter dated March 18, 2022
Zoning and Surrounding Uses. The property is zoned I-2, General Industrial District. The
proposed project is surrounded by the following existing or planned land uses:
Direction Existing Use Land Use Plan Zoning
North City Owned Parcels including
South Creek Tributary
Industrial I-2 General Industrial
District
South Hearthside Warehouse/Office Bldg Industrial I-2, General Industrial
District
East Undeveloped Agriculture
Industrial I-2, General Industrial
District
West Cedar Avenue (CSAH 23) and
Industrial Businesses
Industrial I-2, General Industrial
District
STAFF ANALYSIS
P RELIMINARY PLAT
The preliminary plat and site plan for the subject site proposes a speculative industrial warehouse
building with dock doors on two sides of the building facing north and south. The property is
located adjacent to and east of Cedar Avenue (CSAH 23) and south of the planned future
extension of 215th Street (CSAH 70). Access to the property will be from 215th Street on the north
and future Galway Avenue to the east.
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a. Comprehensive Plan. The property is currently located in Planning District No. 6 of the 2040
Comprehensive Land Use Plan and is in the current Metropolitan Urban Service Area (MUSA)
which means that City municipal services, including sanitary sewer service, are available to serve
the property. The subject property is guided Industrial, therefore, the proposed warehouse/office
use is consistent with the Comprehensive Plan.
b. Existing Site Conditions. The 22.85 acre parent parcel is primarily an agriculture use that
includes a single family home and related accessory buildings associated with the historical
agriculture use of the property. A wetland was identified and delineated on the property.
c. Lot/Block/Outlot. The preliminary plat of KTJ Park First Addition consists of one lot and road
right-of-way for Cedar Avenue to the west, 215th Street to the north, and Galway Avenue to the east.
The one lot proposed with the preliminary plat exceeds the minimum lot area and lot width
requirements for the I-2, General Industrial District. The following is a tabulation of the lots as
noted on the preliminary plat plans.
Lot Area and
Lot Width Requirements
Lot 1
1 Acre 22.85 acres
100 feet 826 feet
d. Streets. The preliminary plat of KTJ First Addition assumes construction of 215th Street
(CSAH 70) (north) and Galway Lane (east) of the property to provide access to the KTJ site. Site
access will not be permitted from Cedar Avenue in accordance with Dakota County
requirements. At this time, the party responsible for street construction is yet to be determined
and is being negotiated between Airlake Development, Inc. and Oppidan, developer of KTJ First
Addition. This determination will be made prior to final plat approval.
Cedar Avenue (CSAH 23) is a four-lane divided roadway that abuts the west side of the
property and is classified as a high density minor arterial in the Transportation Plan. The
preliminary plat indicates that 135 feet of east half right-of-way for through lanes and turn
lanes will be dedicated with the final plat consistent with the Dakota County Road Plat
Review Needs Map. No access will be permitted from Cedar Avenue.
215th Street abuts the north side of the property and is classified as a future principal arterial
roadway that will be extended east of Galway Avenue when properties in Farmington
development in the future. 215th Street right-of-way will be dedicated with the final plat
and will initially be constructed with an 80 foot wide paved street. Full development of
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215th Street will occur in the future when 215th Street extends east past the city limits into
Farmington. Property access to KTJ First Addition will be from future Galway Lane. The
KTJ First Addition final plat shall not be recorded prior to the Airlake 70 final plat being
recorded establishing the right-of-way dedication for Galway Lane and 215th Street and
financial security is submitted for the road construction. No access will be permitted from
215th Street.
Galway Avenue abuts the east boundary of the preliminary plat and is classified as a local
street requiring 80 feet of road right-of-way and a 40 foot wide paved roadway.
e. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently
available to the site, which is within the current MUSA. Sewer and water public utilities will be
constructed by the developer to serve the development following final plat approval.
A portion of the KTJ First Addition preliminary plat is located within designated floodplain (Zone A)
according to FEMA Flood Insurance Rate Map No. 27037C0214E, dated December 2, 2011. Zone A
designates areas subject to possible (1%) annual chance of inundation. Zone A designated areas may
be mitigated with on-site stormwater areas associated with the site development.
Grading and utility plans have been submitted with the KTJ First Addition preliminary plat.
Grading, drainage, erosion control, and utility review comments are addressed in the engineering
report dated April 28, 2022. A copy of the engineering report is attached for your review.
Engineering recommends approval of the KTJ First Addition preliminary plat.
f. Wetlands. A wetland delineation determined wetlands are on the KTJ First Addition property.
Some impacts to known wetlands will occur and will be further studied in conjunction with a
wetland replacement plan prior to City Council consideration of a final plat.
g. Tree Preservation. No significant trees within the KTJ First Addition preliminary plat site
development and street construction areas will be preserved.
h. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space
Plan does not identify any future park land needs in the area of the plat or future trails along Cedar
Avenue. No public trails or sidewalks are being constructed with this plat. Park dedication cash fees
will be determined upon submittal of the final plat application and plans.
i. Airlake Airport. Airlake Airport is considered a reliever airport under the management of the
Metropolitan Airports Commission (MAC). The airport’s flight safety zone is managed by MAC.
The eastern flight zone is located south of the KTJ First Addition preliminary plat. Due to the site’s
proximity to Airlake Airport, the Federal Aviation Administration may require an FAA permit
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(#7460) if any construction cranes are used during the construction of the buildings. The developer
is advised to coordinate any required permit with the FAA.
CONDITIONAL USE PERMIT
Building Height Criteria. Section 11-87-13 of the Zoning Ordinance sets a maximum building
height of 45 feet unless approved by conditional use permit. The proposed 400,000 square foot
building would be 49 feet tall.
Section 11-17-7 of the Zoning Ordinance allows buildings to exceed the height limitations
established within the individual zoning districts through a conditional use permit provided that:
1. The site is capable of accommodating the increased intensity of use (building height).
The proposed building complies with the minimum setback requirements for a 49-foot
tall building in the I-2, General Industrial District. The proposed development meets the
minimum parking requirements and street abutting the site can accommodate the
proposed traffic caused by the additional four foot building height.
2. The increased intensity of use does not cause an increase in traffic volumes beyond the
capacity of the surrounding streets.
The proposed 49 foot tall building will not increase traffic volumes beyond what can be
accommodated by the surrounding streets.
3. Public utilities and services are adequate.
Sanitary sewer, city water, storm sewer utilities, and streets are in place to accommodate
the proposed 400,000 square foot medical office building.
4. For each additional story over three (3) stories or for each additional ten feet (10') above
thirty-five feet (35'), front and side yard setback requirements shall be increased by five
feet (5').
The proposed building will include four levels with a proposed height of 49 foot height.
The Zoning Ordinance requires additional building setback of five feet for each 10 feet of
additional building height. Minimum setbacks for a 45-foot tall or shorter building are:
Front Yard – 40 feet
Side Yards – 10 feet
Rear Yard – 30 feet
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Proposed building setbacks:
Front Yard – 228 feet abutting 215th Street
Side Yards – 78 feet (east abutting Galway Lane) and 122 feet (west abutting Cedar
Ave)
Rear Yard –198 feet (south)
The proposed building will comply with minimum setback requirements.
5. The increased height is not in conflict with airport zoning regulations as provided in
chapter 36 of this title.
The proposed 49-foot tall building is not located within the Airlake Airport or other
airport runway safety zone, however due to the site’s proximity to Airlake Airport, the
Federal Aviation Administration may require an FAA permit (#7460 – Notice of
Construction Form) if any construction cranes are used during the construction of the
building. The developer is advised to coordinate any required permit with the FAA prior
to submittal of building permit and construction plans.
6. The performance standards and criteria of chapter 4 of this title are considered and
satisfied.
Chapter 4 of the Zoning Ordinance sets forth the criteria required for consideration of a
conditional use permit. Findings of fact are drafted for the proposed conditional use
permit.
SITE P LAN ANALYSIS
Parking. The building will be primarily warehouse occupancy and will be approximately 400,000
square feet in area. The building will require 360 parking spaces not including any future
proposed office space. The site plan provides for 202 parking spaces of which 158 spaces would
be deferred. A parking deferment application has been submitted.
The estimated required number of parking spaces is calculated as follows:
Warehouse Building Square Footage…………..400,000 square feet
Minus 10% floor area credit……………………360,000 square feet
On-Site Parking (total required) .…………………..….360 spaces
Parking to be constructed….……………..…………202 spaces
Parking Spaces to be deferred………………………158 spaces
Total number of parking spaces available on site ….404 spaces
All parking spaces and drive aisles meeting minimum design and dimension requirements. Full
development of 404 parking spaces would require site and building modification to construct the
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deferred parking spaces in areas proposed to initially be used for semi-trailer parking.
Construction of additional parking spaces as may be required based upon demonstrated parking
demand and as outlined in the parking deferment agreement may require limitations on the
number of semi-trailers that may be parked on the property.
Access. Property access will be from a driveway on Galway Avenue. Galway Avenue will be
constructed with the development of Airlake 70 which is presently in the preliminary plat review
process. No access will be allowed to or from Cedar Avenue and 215th Street per Dakota County
access guidelines.
Circulation. All parking aisles and parking stalls comply with the required aisle width of 24 feet and
parking stall dimensions of 9 feet in width and 20 feet in length. Employee and visitor parking will
be located at the east, northeast and southeast corners of the site. Trucks with trailers will enter and
exit the northeast and southeast corners of the property at driveways at Galway Lane. A loop drive
around the west side of the building will connect the north and south loading dock areas.
Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property other
than semi-truck trailers used in the process of good transport of goods.
Landscaping/Screening. Title 11-21-7 and 11-21-9.B of the Zoning Ordinance requires that
landscaping for commercial and industrial properties include trees, shrubs, grass or other suitable
ground cover to be installed in all areas not devoted to buildings and parking, including areas
abutting public streets per the standards outlined in the Corridor and Gateway Design Study which
includes 215th Street and Cedar Avenue. Examples of such landscaping can be found along the east
and west sides of the Cedar Avenue corridor in the vicinity of The KTJ First Addition property.
Landscaping is also required along the property perimeter.
The landscape plan for the site proposes 53* trees specified in the table below:
Landscape Materials
26 Deciduous trees (2.5 inch min. caliper)
6 Conifer trees (8 foot minimum height)
21 Ornamental trees
349 Shrubs and perennials
*Additional trees required on Lot 1 adjacent to Cedar Avenue
All plant materials shall be set back at least 3 feet from all property lines, including street right-of-
way lines. All of the landscaped areas within and adjacent to the parking lot, including landscaped
8
islands, shall be irrigated in compliance with the Zoning Ordinance. All areas not planted with trees,
shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan.
The landscape plan must be revised to add evergreen trees along the south side of the plat to screen
the loading dock doors from Cedar Avenue.
A financial security shall be submitted to guarantee installation of the landscaping on Lot 1.
Financial securities will be determined at the time of final plat approval.
Signage. A detailed signage plan has not yet been submitted with this building. A 100 square feet of
freestanding sign is permitted with a maximum height of 10 feet. A 100 square foot wall sign is
permitted per building tenant. The area of individual signs shall not exceed 200 square feet for single
occupancy building or an individual tenant space with a gross floor area of 45,000 square feet or
more. (Note: total permitted wall signage in the I-2 zone goes up to 400 SF for tenants or single
occupancy buildings over 250,000 SF. We could have that with this building) A sign permit must be
issued by the Planning Department prior to the installation.
Site Lighting. The lighting plan proposes 24 free standing pole lights located throughout the site.
Wall pack security lights are located along the building walls. Twenty-seven (27) wall pack lights
are proposed on the front, sides and rear of the building. Lighting fixtures are required to be
downcast cut-off type fixtures that do not glare onto public road right-of-way. Light fixtures may
not include tip-up or flood type installation. Planning Department staff will review the final
lighting plan upon submittal of the construction plans for development and site plan review.
Trash and Recycling Enclosure. All outdoor trash and recycling containers must be stored in an
enclosure screened with a structure that is a minimum of 6 feet in height or one foot taller than the
containers and must be constructed of materials that match the architecture of the principal building.
The preliminary plat plans do not include plans for outdoor trash containers at this time. The building
permit plans and site plans shall include outdoor trash enclosure details that comply with Zoning
Ordinance requirements if any outdoor trash and recycling containers are proposed.
Snow Storage. Snow storage may not take place in required parking spaces.
Dakota County Plat Commission. The Dakota County Plat Commission reviewed the
preliminary plat at their March 16, 2022 meeting under the provisions of the Dakota County
Contiguous Plat Ordinance for access and County Road right-of-way needs and considered the
preliminary plat acceptable to the needs of Dakota County. The March 18, 2022 Plat
Commission letter is attached as an exhibit.
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RECOMMENDATION
Planning Department staff recommends approval of the KTJ First Addition preliminary plat and
conditional use permit subject to the following stipulations:
1. Implementation of the recommendations listed in the April 22, 2022 engineering report.
2. The KTJ First Addition final plat shall not be recorded until the Airlake 70 final plat
and 215th Street road right-of-way have been recorded and financial security is
submitted for the road construction.
3. The site and building exterior shall be developed in compliance with the plans
approved by the City Council and Zoning Ordinance requirements.
4. The building height shall not exceed 49 feet.
5. A financial security shall be submitted to guarantee installation and completion of the
approved landscaping for Lot 1, Block 1 and for the storm water and infiltration basins and
drainage ways at the time of final plat approval. All landscaped areas within and adjacent
to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in
road right-of-way.
6. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A
sign permit shall be issued by the Planning Department prior to the installation of any
signs.
7. Snow storage shall not take place in required parking spaces.
8. Site lighting shall not exceed one foot candle at the property line adjacent to public
right-of-way. Lighting fixtures are required to be downcast cut-off type fixtures that
do not glare onto public road right-of-way. Light fixtures may not include tip-up or
flood type installation.
9. The building permit plans and site plans must include outdoor trash enclosure details that
comply with Zoning Ordinance requirements if trash is to be stored outside. The trash
enclosures shall match the exterior materials of the principal building and shall include
maintenance free gates.
10. Prior to City Council consideration of the preliminary plat, the landscape plan shall be
revised to include trees along Cedar Avenue consistent similar zoning compliant properties
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in the vicinity and within the guidelines outlined in the Corridor and Gateway Design
Study.
11. If required by the Federal Aviation Administration (FAA), approval of permit No. 7460
shall be obtained from the FAA prior to commencing construction with the use of a crane
or other construction equipment taller than 35 feet in height.
C-2
C-2
I-2
I-2
I-2
I-2
I-2
I-2
P/OS
P/OS
P/OSRM-2
I-3
I-2
I-2
215TH ST W
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ADAAVELAKEVILLE B
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CEDAR AVEKTJ FIRST ADDITION PRELIMINARY PLAT
¹FARMINGTONLAKEVILLEFARMINGTON
LAKEVILLEExhibit A
KTJ FIRST ADDITION PRELIMINARY PLAT
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be
substituted for a title search,appraisal, survey, or for zoning verification.
Map Scale
1 inch = 600 feet
4/14/2022
Exhibit B
PARCEL 1
PARCEL 2
CSAH 70
PROPOSED PUBLIC ROADLOT 1, BLOCK 1
KTJ FIRST ADDITION
22.85 ACRESCEDAR AVE.935
935935
9359409409
4
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940
9
4
5
945
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932
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4
2 943943ROW DEDICATION0.76 AC10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
135' ROW
PROPOSED C.R. 70 EXTENSION
170' ROWPLAT BOUNDARY
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FORPRELIMINARYPLATC100
NORTH
LEGEND
PROPERTY LINE
EXISTING LEGAL DESCRIPTION
PARCEL 1:
THE SOUTH 660 FEET OF THE NORTH 911 FEET
OF THE WEST 1320 FEET OF THE SOUTHWEST
QUARTER OF SECTION 34, TOWNSHIP 114
NORTH, RANGE 20 WEST, DAKOTA COUNTY,
MINNESOTA
PARCEL 2:
THE NORTH 251 FEET OF THE WEST 1320 FEET
OF THE SOUTHWEST QUARTER OF SECTION 34,
TOWNSHIP 114, RANGE 20 WEST, DAKOTA
COUNTY, MINNESOTA
ABSTRACT PROPERTY
OWNER/SUBDIVIDER:
RCD REAL ESTATE PARTNERSHIP
P.O. BOX 448
FARMINGTON, MN 55024
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
PREPARED BY: MICHAEL C. BRANDT, P.E.
767 EUSTIS STREET, SUITE 100
ST. PAUL, MN 55114
TELEPHONE (651) 645-4197
SURVEYOR:
EGAN, FIELD & NOWAK, INC.
1229 TYLER STREET NE, SUITE 100
MINNEAPOLIS, MN 55413
ERIC ROESER
TELEPHONE (612) 466-3300
PROPERTY SUMMARY
ACRES
LOT 1, BLOCK 1 22.85 AC
N/S PUBLIC ROAD DEDICATION 0.76 AC
EXISTING CONTOUR
KEY MAP
PROPOSED EASEMENT
EXISTING EASEMENT
222ND STREET WESTCEDAR AVENUE215TH STREET WEST
Exhibit C
60'1000.0'400.0'766'55.0'117.0'117'70.0'12.0'55.0'70.0'60.0'12.0'55.0'70.0'60.0'58
27
913
9.0'18.0'24.0'18.0'24.0'36.0'36.0'13
13
9.0'18.0'24.0'18.0'20 28
18.0'24.0'18.0'
22
63
6.9'36.0'36.0'12.0'
CSAH 70
PROPOSED PUBLIC ROAD (BY OTHERS)PROPOSED INDUSTRIAL BUILDING
±400,000 SF
LOT 1, BLOCK 1 - KTJ FIRST
ADDITION
22.85 ACRES
STORMWATER
MANAGEMENT AREA
STORMWATER
MANAGEMENT AREASTORMWATERMANAGEMENT AREAANTICIPATED PROOF OF PARKING AREA
19 STALLS
ANTICIPATED PROOF OF PARKING AREA
19 STALLS
ANTICIPATED PROOF OF PARKING AREA
164 STALLS
EXISTING PROPERTY LINECEDAR AVE.PROPOSED UNDERGROUND STORMWATER SYSTEM
EXISTING FLOODPLAIN DELINEATION
STORMWATER
MANAGEMENT AREA
PROPOSED PROPERTY LINE
10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
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BUILDING DATA SUMMARY
AREAS
BUILDING AREA ± 400,000 SF
PARKING
REQUIRED PARKING 404 SPACES*
PROPOSED PARKING 202 SPACES
PROPOSED PROOF OF PARKING 202 SPACES
ADA STALLS REQ'D / PROVIDED 6 STALLS / 8 STALLS
PROPERTY SUMMARY
KTJ FIRST ADDITION
TOTAL PROPERTY AREA 1,028,415 SF (23.61 AC)
RIGHT OF WAY DEDICATION 33,047 SF (0.76 AC)
TOTAL PROPERTY AREA (W/OUT ROW) 995,358 SF (22.85 AC)
ZONING SUMMARY
EXISTING ZONING I2 - GENERAL INDUSTRIAL
PROPOSED ZONING I2 - GENERAL INDUSTRIAL
PROPOSED CURB AND GUTTER
PROPERTY LINE
PROPOSED FENCE
SETBACK LINE
PROPOSED STANDARD DUTY ASPHALT
PROPOSED CONCRETE PAVEMENT
PROPOSED STORMWATER MANAGEMENT AREA
PROPOSED CONCRETE SIDEWALK
LEGEND
PROPOSED HEAVY DUTY CONCRETE
KEYNOTE LEGEND
CONCRETE SIDEWALK
NOT USED
MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER
NOT USED
ACCESSIBLE PARKING SIGN
ACCESSIBLE PARKING
AREA STRIPED WITH 4" SYSL @ 45° 2' O.C.
STANDARD DUTY ASPHALT PAVEMENT
LANDSCAPE AREA - SEE LANDSCAPE PLANS
15' CONCRETE DOLLEY PAD
HEAVY DUTY CONCRETE PAVEMENT
B612 CURB & GUTTER (TYP.)
TRANSITION CURB
FLAT CURB
COMMERCIAL DRIVEWAY APRON
WARNING LINE (REF. SIGNAGE AND STRIPING PLAN)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FORSITE PLAN NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY
REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS,
EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT
BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL
BE INCLUDED IN BASE BID.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS
OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS
REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING
AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS
AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE
BID.
6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN
FROM A SURVEY BY EFN, DATED 10/18/2021.
KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES,
OR OMISSIONS CONTAINED THEREIN.
7. TOTAL LAND AREA IS 23.61 ACRES.
8. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS
ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY.
CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS
NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN.
9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING
AND ELECTRICAL PLAN.
10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND
UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE
LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND
RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE.
11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.
12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY
BOUNDARY DIMENSIONS.
13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
15. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS
OTHERWISE INDICATED.SITE PLANC300
NORTH
*WAREHOUSE: 388,000 SF - 10% FAR = 349,200 SF @ 1 SP / 1000 SF = 350 SPACES REQ'D
OFFICE: 12,000 SF - 10% FAR = 10,800 SF @ 1 SP / 200 SF = 54 SPACES REQ'D
TOTAL: 400,000 SF 404 SPACES REQ'D
Exhibit D
935
935935
9359409409
4
0
940
9
4
5
945
945
932
932933933933933
9339339
3
4
934
934
934934934934934936
9
3
6
936936937
9
3
7
937937938 938938 938
9389389
3
8 9389399399
3
9
939
9
4
1
941
9429
4
2
942
94
3
943
943
944944
944
946946946
946
946946946 947
947947947
947948
948948
949
949
935
940
945
9
4
5
936
9
3
7
9
3
8
9
3
9
941
942
94
3
944
944
946
946
947947
9419419429429
4
2 943943DDDDDDDDDDD
D
D
PROPOSED INDUSTRIAL BUILDING
±400,000 SF
FFE: 946.00
DOCK FFE: 942.00
PROPOSED UNDERGROUND STORMWATER SYSTEM
ADS STORMTECH MC-4500 CHAMBERS
BOTTOM OF CHAMBER: 935.00
DRAINTILE IE: 933.00
TOP OF CHAMBER: 941.00
WQV PROVIDED: 21,738 CF
TOTAL VOLUME: 52,863 CF
100-YR HWL: 940.06
EXISTING FLOODPLAIN DELINEATION
PROPOSED BIOFILTRATION BASIN (NORTH)
BOTTOM OF BASIN: 935.00
SAND IE: 933.00
WQV PROVIDED: 39,415 CF
TOTAL VOLUME: 89,850 CF
100-YR HWL: 938.27
10-YR HWL: 937.53
PROPOSED BIOFILTRATION BASIN (WEST)
BOTTOM OF BASIN: 935.00
SAND INVERT: 933.00
WQV PROVIDED: 43,140 CF
TOTAL VOLUME: 263,350 CF
10-YR HWL: 938.80
100-YR HWL: 941.00
CSAH 70
PROPOSED PUBLIC ROAD (BY OTHERS)CEDAR AVE.OCS-11
CBMH-77
CB-22
CBMH-21
CBMH-26
STMH-31STMH-29
STMH-27
CB-95
CBMH-94
STMH-85
CB-87
STMH-96
CBMH-90
CBMH-89
CBMH-88
CB-36
CB-39
CB-42
STMH-54
STMH-52
CBMH-51
STMH-56
CB-45
CB-61
CBMH-66 CBMH-71
CB-84
STMH-83
CB-81
STMH-80
CBMH-76
OCS-78
OCS-4
STMH-92
FES-25
FES-12
RD-67 RD-72
RD-53 RD-55 RD-57
RD-93
RD-97
RD-28
RD-30
RD-32
FES-65
FES-60
FES-10
FES-44
FES-41
FES-38
FES-35
FES-70
FES-75
FES-50
FES-20
CB-913:13:13:1
3:1
3:1
3:1
3:1
3:1
3:1 3:13:14:14:14:13:14:14:14:14:14:1
5:1
7:1
6:1
4:1
3:1
3:1 1.12%1.09%1.00%1.05%1.00%1.07%1.22%1.21%1.12%1.23%1.20%1.13%5.
7
5%
2.
6
2%4.30%
1.65%
1.58%
1.93%
1.47%
1.84%
2.89%
4.85%1.30%1.30%1.24%1.23%1.16%1.22%1.25%1.14%1.22%1.18%1.18%1.23%3.59%2.78
%
3.46%
33.91%
2.4
0
%2.31%
3.62%
2.82%
2.1
7
%
2.79%
3.28%2.38%2.31%2.11%1.95%4.09%
1.0
5
%1.86%4.03%
940
941
940
941
940
941
94
4
94
5 943942943943943
944
944943942942941943944944945946 945944945944945945
944
943
942 944941
940
940
941
940
942944945
945945945945
94494394293693793893994094194294394494594694693693793893994094194294394494594694794
5
939 938 937938
936 935
935 935 936 937 937 938
9
4
0
9
3
9
9
4
1
9
4
2
936
937
938
937938938
935936937
935934
945
ME:940.87
ME:941.31
ME:942.94
ME:944.06
ME:946.00
G:940.60
G:940.61G:940.31
G:941.00
G:941.13
G:945.65
G:945.00
G:944.94
G:945.35
G:944.89
G:945.35
G:945.35
G:945.35
G:944.86
G:946.00
G:945.29
G:941.38
G:941.00
G:940.50
G:944.57
G:940.00
G:940.08
G:940.08
G:940.25
G:940.87
G:941.67
G:941.68
G:945.04
G:945.95
G:945.36
G:945.20
G:944.25
G:943.70
G:943.90
G:942.20
G:944.43
G:945.40
G:944.44
G:945.40
G:945.46
G:945.06 G:944.63
G:942.95
G:942.72
G:943.85
G:944.00
G:943.86
G:941.90
G:941.85
G:940.82
G:940.22
G:945.17
G:943.78
G:944.80
G:943.33G:943.41
G:945.76
G:945.79
945.85
944.37
944.36
946.00
942.00946.00
946.00
946.00
946.00
946.00 942.00946.00 942.00
946.00
941.50
941.51
946.00
946.00
946.00
946.00
942.00
946.00
941.50
941.50
G:944.68
946.00946.00
946.00
940
943941G:940.35
942.00
942.00 942.00
OVER FLOW
OVER FLOW
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
THE PRESERVER
W/ 4' SUMP
G:944.55
G:944.17
EOF:942.85
EOF:938.00
EOF:943.78
244 LF - 18" SD
@ 0.30%
180 LF - 24" SD
@ 0.30%
39 LF - 24" SD
@ 0.54%
33 LF - 15" SD
@ 0.61%
244 LF - 15" SD
@ 0.61%
181 LF - 18" SD
@ 0.61%
81 LF - 24" SD
@ 0.61%
33 LF - 15" SD
@ 0.61%
33 LF - 15" SD
@ 0.61%
217 LF - 18" SD
@ 0.35%
70 LF - 24" SD
@ 0.35%
43 LF - 24" SD
@ 0.34%
33 LF - 15" SD
@ 0.35%
185 LF - 15" SD
@ 0.35%
113 LF - 24" SD
@ 0.29%
22 LF - 15" SD
@ 6.77%
23 LF - 15" SD
@ 6.77%
83 LF - 15" SD
@ 1.00%
39 LF - 15" SD
@ 1.00%
76 LF - 18" SD
@ 2.65%
33 LF - 15" SD
@ 10.00%
33 LF - 15" SD
@ 10.00%
32 LF - 15" SD
@ 10.00%
35 LF - 15" SD
@ 0.60%
244 LF - 15" SD
@ 0.60%
170 LF - 18" SD
@ 0.65%
42 LF - 24" SD
@ 0.60%
77 LF - 24" SD
@ 0.59%
35 LF - 15" SD
@ 0.60%
38 LF - 15" SD
@ 7.40%
158 LF - 18" SD
@ 0.63%
40 LF - 24" SD
@ -5.03%
25 LF - 24" SD
@ 0.00%
13 LF - 18" SD
@ 2.00%
15 LF - 18" SD
@ 1.75%
18 LF - 18" SD
@ 1.85%
11 LF - 15" SD
@ 2.00%
11 LF - 15" SD
@ 2.00%
121 LF - 24" SD
@ 0.21%
28 LF - 24" SD
@ 0.21%
171 LF - 15" SD
@ 1.85%
185 LF - 15" SD
@ 1.75%
90 LF - 24" SD
@ 0.21%
134 LF - 24" SD
@ 0.75%
82 LF - 15" SD
@ 1.00%
INSTALL RIP RAP
TO ELEV. 938.80
INSTALL RIP RAP
TO ELEV. 937.53
6" DRAINTILE
(TYP.)
6" DRAINTILE
(TYP.)
6" DRAINTILE
(TYP.)
6" DRAINTILE
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FORGRADING PLAN NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE,
SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST
TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS.
3. STORM SEWER PIPE SHALL BE AS FOLLOWS:
RCP PER ASTM C-76
HDPE: 0" - 10" PER AASHTO M-252
HDPE: 12" OR GREATER PER ASTM F-2306
PVC SCH. 40 PER ASTM D-1785
STORM SEWER FITTINGS SHALL BE AS FOLLOWS:
RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443
HDPE PER ASTM 3212
PVC PER ASTM D-3034, JOINTS PER ASTM D-3212
4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING
UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY
DISCREPANCIES OR VARIATIONS.
5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER
EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER
SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL
ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED
PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL
CONTROL.
7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED
STORM SEWER ALIGNMENTS.
8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE
TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.
9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY
ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE
CONSTRUCTION SITE.
10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE
LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.
11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB
AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.
12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND
GUTTER AND CONCRETE SIDEWALKS.
13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL
RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS
SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.
14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS
OTHERWISE NOTED.
15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING
DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS.
IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12
HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO
CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL
ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL
DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES
SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO
PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A
COMPLIANCE ISSUES.
16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.
17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE
IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN
LANDSCAPE AREAS.
18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION
<XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR
ROOF DRAIN CONNECTION.
19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT
INCLUDING MANHOLE CONNECTIONS.
20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE
CURRENT PLUMBING CODE.
21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5%
SLOPE IN CONCRETE PAVEMENT AREAS.
22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL
CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB
WHERE PAVEMENT DRAINS AWAY FROM GUTTER.
PROPOSED STORM SEWER
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR925
PROPOSED SPOT ELEVATION100.00
LEGEND
PROPOSED GUTTER ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED FLUSH PAVEMENT ELEVATION
G:0.00
T:0.00
T/G:0.0
0.0%PROPOSED DRAINAGE DIRECTION
ME:0.0 MATCH EXISTING ELEVATION
PROPOSED STORM MANHOLE (SOLID CASTING)
PROPOSED STORM MANHOLE/ CATCH BASIN
PROPOSED RIPRAP
PROPOSED FLARED END SECTION
D
GRADING PLANC400
NORTH
Exhibit E
0.
4
7
%
0.80
%2.33%1.23%0.54%0.53%0.65%
0.42
%
0.57%
4.09
%1.31%
2.
7
8
%
0.
6
3
%2.15%15.51%
11.28%3.91%
7.68%1.37%1.15%9.76%1.39%14.83%9.95%
9.69%6.49%1.70%0.36%0.50%
2.6
6
%
94
0
945
945
941
942942942942942
943
943
944
944
946
946
947
947
948
948
949
949
935 9359359
4
0
94594593
6
93
7
9
3
8
9
3
9
9
4
1
942
9
4
2
943
9
4
3
944
944944944946946947947948948935 935935
9359359359359409409
4
0
933
933934
9349349369369
3
6937937
9
3
7
9
3
8938938
9
3
9939939
9
4
1
942
9
4
3
SEDIMENT BASIN
35,044 CF
SEDIMENT BASIN
38,900 CF
SEDIMENT BASIN
10,900 CF
REMOVE ALL EXISTING GRAVEL
REMOVE FARM BUILDINGS
REMOVE ELECTRIC, POLES, AND
ALL EXISTING UTILITY SERVICES
REMOVE FENCE AND
FARM BUILDINGS
WETLAND DELINEATION LIMITS
WETLAND DELINEATION LIMITS
FUTURE BUILDING PAD
OVERLAND OUTLET
WITH RIPRAP
FUTURE BUILDING PAD
DRAINAGE SWALE
DRAINAGE SWALE
DRAINAGE SWALE
ROCK CONSTRUCTION
ENTRANCE
DITCH CHECK (TYP.)
DITCH CHECK (TYP.)
DITCH CHECK (TYP.)
DITCH CHECK (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
REMOVE ALL EXISTING GRAVEL
REMOVE EXISTING DRIVEWAY
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FOREROSION CONTROL PLAN NOTES
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE
GRADING.
3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
MEASURES.
4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS
SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO
LANDSCAPE PLANS FOR MATERIALS.
5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.
6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE
DURATION OF THE CONSTRUCTION.
7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
CONTRACTOR.
8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
ESTABLISHED.
9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO
EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS
AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY
WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,
PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL
AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,
IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.
2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT
PIT (1) AND INSTALL SILT FENCE.
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.
5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.
ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.
6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.
7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,
DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS
REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT.
SEQUENCE OF CONSTRUCTION:
ROCK ENTRANCE
INLET PROTECTION
SILT FENCE
LIMITS OF DISTURBANCE
SAFETY FENCE
BIOROLL
LEGEND
EROSION CONTROL BLANKET
EROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C200
NORTH
Exhibit F
WETLAND DELINEATION LIMITS
WETLAND DELINEATION LIMITS
ROCK CONSTRUCTION
ENTRANCE
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)SILT FENCE (TYP.)
PROPOSED INDUSTRIAL
±400,000 SF
FFE: 946.00
DOCK FFE: 942.00
SILT FENCE (TYP.)SURFACE STORMWATERMANAGEMENTSURFACE STORMWATER
MANAGEMENT
SUB- SURFACESTORMWATER MANAGEMENTINLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
EROSION BLANKET
EROSION BLANKET
EROSION BLANKET
EROSION BLANKET
EROSION BLANKET EROSION BLANKET
EROSION BLANKET
2.32%2.46%
4.05%1.63%2.89%
2.45
%
2.80
%
3.59%
3.24%2.51%3.75%1.12%1.24%1.17%1.26%1.28%1.19%25.02%33.31%33.34%
33.34%
33.34%
33.34%
33.34%33.34%33.35%1.10%1.09%0.92%1.06%1.06%0.93%1.10%1.00%6.16%
24.70%
8.
3
2
%
25.02%35.76%25.02%25.02%25.02%SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE:651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FOREROSION CONTROL PLAN NOTES
1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED PRIOR TO CONSTRUCTION.
2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE
GRADING.
3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
MEASURES.
4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL
BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS
FOR MATERIALS.
5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.
6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE
DURATION OF THE CONSTRUCTION.
7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
CONTRACTOR.
8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
ESTABLISHED.
9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO
EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS
AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY
WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,
PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT,
FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,
IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS
THAT WILL BE INACTIVE FOR 7 DAYS OR MORE.
2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND
SYSTEM, CURBS AND GUTTERS.
3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER
STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE
BROUGHT TO FINAL GRADE.
5.PREPARE SITE FOR PAVING.
6.PAVE SITE AND INSTALL STRIPING.
7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS
WORK PROGRESSES.
8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION
OVER ALL AREAS.
9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT
THE SITE HAS BEEN FULLY STABILIZED THEN:
1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL
DEVICES
2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.
SEQUENCE OF CONSTRUCTION:
ROCK ENTRANCE
INLET PROTECTION
SILT FENCE
LIMITS OF DISTURBANCE
SAFETY FENCE
BIOROLL
LEGEND
EROSION CONTROL BLANKET
EROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C201
NORTH
PROPOSED CSAH 70 (BY OTHERS)PROPOSED PUBLIC ROAD (BY OTHERS)PROPOSED INDUSTRIAL BUILDING
±400,000 SF
FFE: 946.00
LOT 1, BLOCK 1 - KTJ FIRST
ADDITION
22.85 ACRES
STORMWATER
MANAGEMENT AREA
STORMWATER
MANAGEMENT AREACEDAR AVE.PROPOSED UNDERGROUND
STORMWATER SYSTEM
STORMWATER
MANAGEMENT AREA
SSWR-101
RE:943.87
IE:927.89 W
IE:927.89 NE
SSWR-102
RE:941.02
IE:931.36 W
IE:936.41 N
IE:931.36 E
SSWR-104
RE:940.86
IE:934.41 N
IE:934.41 E
SSWR-103
IE:937.50 SSSWR-105
IE:935.50 S SSWR-EX
IE:925.94 SW
109 LF - 6" PVC
@ 1.00%
305 LF - 6" PVC
@ 1.00%347 LF - 6" PVC
@ 1.00%
195 LF - 6" PVC
@ 1.00%
109 LF - 6" PVC
@ 1.00%
CONTRACTOR SHALL COORDINATE WITH
XCEL ENERGY FOR RELOCATING
OVERHEAD POWER LINES UNDERGROUND
DOMESTIC WATER SERVICE
ELECTRIC SERVICE
TELECOMM SERVICE
NATURAL GAS SERVICE
HYDRANT ASSEMBLY
HYDRANT ASSEMBLYHYDRANT ASSEMBLY
HYDRANT ASSEMBLY
HYDRANT ASSEMBLY
HYDRANT ASSEMBLY
TRANSFORMER PAD
CONTRACTOR SHALL COORDINATE WITH
FRANCHISE UTILITY COMPANIES FOR
EXACT LOCATION OF SERVICE LOCATIONS
CONTRACTOR SHALL COORDINATE WITH
FRANCHISE UTILITY COMPANIES FOR
EXACT LOCATION OF SERVICE LOCATIONS
10" WATERMAIN
10" WATERMAIN
10" WATERMAIN
45° BEND
45° BEND CONNECT TO PUBLIC WATERMAIN
PROVIDED BY OTHERS
CONNECT TO PUBLIC WATERMAIN
PROVIDED BY OTHERS
GATE VALVE
GATE VALVE
PROPOSED WATER MAIN
(BY OTHERS)
PROPOSED SANITARY SEWER
(BY OTHERS)
300' FIRE HYDRANT RADIUS (TYP.)
DOMESTIC SERVICE SIZE
TO BE COORDINATED
WITH MEP
DOMESTIC SERVICE SIZE
TO BE COORDINATED
WITH MEP
PROPOSED BOLLARDS
PROPOSED BOLLARDS
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FORUTILITY PLAN NOTES
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION
OF PROPOSED UTILITIES.
2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP
8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP
6" PVC SCHEDULE 40 PER ASTM D-1785
DUCTILE IRON PIPE PER AWWA C150
3. WATER LINES SHALL BE AS FOLLOWS:
6" AND LARGER, PVC C-900 PER ASTM D 2241
CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150
4" AND LARGER DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER
ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.
4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS
THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS
INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.
6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING
18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE
OR STRUCTURE).
7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.
8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY
LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND
PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL
JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE
CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18"
VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11
(AWWA C-151) (CLASS 50).
9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED
BEFORE BACKFILLING.
10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH
PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED
GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS.
11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY
COMPRESSION STRENGTH AT 3000 P.S.I.
12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF
ANY NEW LINES.
13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF
THE CITY OF LAKEVILLE AND/OR STATE OF MINNESOTA WITH REGARDS TO
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR
CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.
17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND
ELECTRICAL PLAN.
19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED
IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.
20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED
AND MAINTAINED.
21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH
REACTION BLOCKING.
SANITARY SEWER MANHOLE
STORM SEWER
SANITARY SEWER
WATERMAIN
GATE VALVE
HYDRANT
TEE
REDUCER
UNDERGROUND ELECTRIC
TELEPHONE
GAS MAIN
STORM SEWER
LEGEND
SANITARY CLEANOUTCO
NORTH UTILITY PLANC500
Exhibit G
CSAH 70
PROPOSED PUBLIC ROAD (BY OTHERS)PROPOSED INDUSTRIAL BUILDING
±400,000 SF
LOT 1, BLOCK 1 - KTJ FIRST
ADDITION
22.85 ACRES
STORMWATER
MANAGEMENT AREA
STORMWATER
MANAGEMENT AREASTORMWATERMANAGEMENT AREACEDAR AVE.STORMWATER
MANAGEMENT AREA
13 - SDO
6 - GLS
7 - GLS
13 - SDO
13 - SDO
5 - MDJ
5 - TCA
5 - MDJ
DD DD
DDDDDDDDD
88 - SDO
12 - LDN
1 - HCK
16 - KFG
4 - SGJ
16 - KFG
12 - LDN
1 - HCK
22 - KFG
10 - KFG
13 - SDO
1 - NRO
1 - NRO
14 - LDN
1 - HCK
24 - KFG
8 - LDN
1 - HCK
3 - SHL
2 - SHL
2 - NRO
76 - SDO
1 - NRO
1 - NRO
2 - HCK
2 - SHL
1 - NWM
1 - KCT
1 - KCT
1 - NWM
1 - KCT
1 - KCT
1 - NWM
2 - NWM
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
3 - GOJ
5 - IBC
8 - KFG
5 - RTD
7 - GLS
3 - SHL
3 - WHP
9 - SGJ
3 - RVB
5 - MDJ
5 - TCA
5 - MDJ
9 - SGJ
3 - RVB
9 - SGJ
3 - RVB
9 - SGJ
3 - RVB
9 - SGJ
3 - RVB
9 - SGJ
3 - RVB
9 - SGJ
3 - RVB
5 - MDJ
5 - TCA
5 - MDJ
5 - MDJ
5 - TCA
5 - MDJ
5 - MDJ
5 - TCA
5 - MDJ
5 - MDJ
5 - TCA
5 - MDJ
5 - MDJ
5 - TCA
5 - MDJ
12 - KFG
4 - LDN
12 - KFG
4 - LDN
6 - SGJ
12 - KFG
4 - SGJ
12 - KFG
33-261
33-261
33-261
25-131
25-131
25-131
25-131
A A
A
A
A
A
A
A
B
B
B
B
E
B
B
B
B
B
C
C C
C
C
C
D
D
25-131
33-261
E E
E
E
A
E
A
E
E
E
A
CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME
WHP 6 PINUS STROBUS WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME
RVB 21 BETULA NIGRA RIVER BIRCH MULTI-TRUNK
PLANT KEY
LANDSCAPE REQUIREMENTS
OFF STREET PARKING AREAS
PERIMETER TREATMENT REQUIRED: CONTINUOUS OPAQUE
BARRIER MAXIMUM 36"
HEIGHT, PLANTINGS,
HEDGES, FENCES,
WALLS, EARTH BERMS
OR ANY COMBINATION
*CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO
PROVIDED YEAR ROUND SCREENING.
-LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS.
-PLANT MATERIAL SHALL BE SETBACK 12" MINIMUM FROM EDGE OF
BUILDING TO EDGE OF MATURE PLANT MATERIAL.
-REFER SPECING BASED ON MATURE SIZE.
INTERIOR LANDSCAPE AREA REQUIRED: 2,983 S.F. = (59,649 S.F.
OFF STREET PARKING
AREA / 100) *5
INTERIOR LANDSCAPE AREA PROVIDED: SEE PLAN
*MINIMUM DIMENSION OF LANDSCAPE AREA 9' IN ANY DIRECTION
MEASURED FROM THE BACK OF CURB. MINIMUM LANDSCAPE AREA
IS 160 S.F.
A
B
C
D
E
LANDSCAPE KEYNOTES
EDGER (TYP.)
DOUBLE SHREDDED HARDWOOD MULCH (TYP.)
SOD (TYP.)
BOARD ON BOARD FENCE
ROCK MULCH (TYP.)
SEEDING KEYNOTES
SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF
SEED MIX WITH EROSION CONTROL MEASURES(TYP.)
SEED WITH MNDOT 33-261: STORMWATER SOUTH &
WEST SEED MIX WITH EROSION CONTROL MEAUSRES (TYP.)
SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.)
25-131
33-261
OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME
HCK 6 CELTIS OCCIDENTALIS COMMON HACKBERRY
KCT 4 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE
NRO 6 QUERCUS RUBRA RED OAK
NWM 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE
SHL 10 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' TM SKYLINE HONEY LOCUST
CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME
GOJ 18 JUNIPERUS VIRGINIANA 'GREY OWL'GREY OWL EASTERN REDCEDAR
MDJ 75 JUNIPERUS SCOPULORUM `MEDORA`MEDORA JUNIPER
SGJ 77 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER
TCA 35 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME
GLS 20 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC
IBC 35 ARONIA MELANOCARPA 'MORTON' TM IROQUOIS BEAUTY BLACK CHOKEBERRY
LDN 54 PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' TM LITTLE DEVIL DWARF NINEBARK
RTD 35 CORNUS SERICEA 'BAILADELINE' TM FIREDANCE RED TWIG DOGWOOD
PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME
KFG 192 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS
PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME
SDO 150 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY
LANDSCAPE LEGEND
EDGER (TYP.)
APPROXIMATE LIMITS OF SOD / IRRIGATION,
SOD ALL DISTURBED AREAS (TYP.)
SEED/ SOD EDGE (TYP.)
BOARD ON BOARD FENCE, 8' TALL
ROCK MULCH (TYP.)
SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT26808000003/18/2022AS SHOWNACLACLMCBPRELIMINARY - NOT FOR CONSTRUCTIONKTJ FIRST ADDITIONOPPIDANPREPARED FORDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA01/28/202256522LANDSCAPE PLANL100
NORTH CFKCFKMGCLANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA. Exhibit H
PAGE 1 OF 1Drawn By: SANDYDate:1/27/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.LAKEVILLE INDUSTRIALLAKEVILLE, MNChecked By: JILLLuminaire ScheduleSymbolQtyLabelArrangementLLFCalculation SummaryDescriptionArr. WattsLum. LumensLabelCalcType8UnitsAvgMaxMinAA3Single0.900RAYON T322LEDB-250-UNI12-40-T3 MOUNT ON 30FT POLE WITH 3FT BASE253.3934222Avg/MinMax/MinEAST PROPERTY LINEIlluminanceFc0.130.50.0N.A.N.A.NORTH PROPERTY LINEIlluminanceFc0.000.10.0N.A.N.A.SITE GROUNDIlluminanceFc20AA4HSingle0.900RAYON T322LEDB-250-UNI12-40-T4-HS MOUNT ON 30FT POLE WITH 3FT BASE1.1618.00.0N.A.N.A.255.523167SOUTH PROPERTY LINEIlluminanceFc0.150.60.0N.A.N.A.WEST PROPERTY LINEIlluminanceFc0.020.10.0N.A.N.A.EAST PARKINGIlluminanceFc4.008.41.23.337.00NE PARKINGIlluminanceFc4.8110.21.63.016.38NORTH TRUCK DOCKIlluminanceFc4.5317.92.01AA52Back-Back0.900RAYON T322LEDB-300-UNI12-40-T5 MOUNT ON 30FT POLE WITH 3FT BASE599.8397382.278.95NORTH TRUCK PARKINGIlluminance27WPSingle0.900PIL 070010-RB10 MOUNTED AT 12.5FT 362750Fc2.967.21.02.967.20SE PARKINGIlluminanceFc3.457.90.74.9311.29SE PARKING 2Illuminance8WP2Single0.900RAYON T631LED-119-UNV-40-T2-G2 WALL MOUNT AT 26FT119.221191130WP3Single0.900RAYON T631LED-119-UNV-40-T4-G2 WALL MOUNT AT 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1.3 1.6 2.3 4.26.5 6.3 6.0 4.8 4.6 5.5 6.5 6.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.6 2.3 6.77.0 7.1 5.5 4.3 4.1 4.4 4.8 4.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.5 2.6 9.69.4 8.4 5.0 3.8 3.3 3.2 3.2 3.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 1.0 1.2 1.6 2.6 9.910.3 7.8 5.2 3.6 2.8 2.4 2.2 2.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.7 2.5 6.88.0 7.0 5.7 3.7 2.5 2.0 1.7 1.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.6 2.2 4.05.6 6.0 5.0 3.4 2.4 1.9 1.6 1.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.5 1.9 2.24.5 6.3 4.6 3.1 2.4 1.9 1.7 1.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.4 1.7 1.54.6 6.4 4.5 3.1 2.6 2.3 2.1 1.9 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.4 1.7 1.84.0 5.5 4.7 3.5 3.1 3.0 3.0 2.8 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.1 1.4 1.9 2.45.4 5.3 5.3 4.2 3.8 4.1 4.5 4.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.1 1.4 1.9 2.55.1 5.6 5.4 4.5 4.4 5.4 6.4 6.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.4 1.7 1.96.1 6.5 4.9 4.2 4.6 5.9 7.1 6.9 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.4 1.7 1.79.7 7.7 4.6 3.7 4.2 5.2 5.9 5.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 0.9 1.2 1.5 1.8 2.28.8 7.2 4.4 3.3 3.4 3.8 4.1 3.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.6 2.0 2.65.6 5.5 4.3 3.2 2.7 2.6 2.6 2.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.5 1.8 2.3 2.85.0 4.7 4.4 3.1 2.2 1.9 1.8 1.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.5 1.8 2.1 2.5 2.93.5 3.7 3.5 2.6 1.9 1.5 1.4 1.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.3 1.9 2.4 2.6 2.9 2.72.6 4.1 2.8 2.1 1.7 1.3 1.2 1.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.4 2.2 2.9 3.4 3.7 3.5 2.3 1.9 2.9 6.2 6.7 3.2 2.3 3.2 5.6 12.5 7.7 3.7 3.2 5.2 9.8 14.4 14.0 5.2 2.9 2.1 2.8 5.5 12.5 8.1 4.2 5.1 8.7 8.5 11.5 13.0 4.9 2.8 2.1 2.9 5.7 13.3 9.0 6.1 8.0 7.0 5.3 10.4 12.7 4.8 2.7 2.2 3.0 6.1 14.4 11.0 9.0 6.7 4.0 4.3 10.0 12.6 4.8 2.8 2.3 3.3 6.7 15.9 13.3 7.5 4.0 3.1 3.9 9.6 12.2 4.8 2.9 2.6 3.9 8.4 17.9 12.2 5.0 3.0 2.7 3.8 9.4 11.8 5.0 3.1 3.1 5.2 10.3 16.2 9.8 4.7 4.2 4.6 9.6 12.0 7.3 7.9 8.2 9.9 12.8 7.1 5.3 4.5 2.7 1.8 1.5 1.3 1.2 1.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.5 2.3 3.4 4.3 4.8 4.9 3.1 2.0 1.4 1.4 1.3 1.2 2.0 3.7 4.6 6.2 5.0 4.3 3.0 3.1 4.8 5.6 5.9 4.6 3.3 2.5 3.4 4.3 5.9 4.9 4.3 2.9 3.4 4.6 5.2 5.7 4.4 3.2 2.5 3.5 4.3 5.8 4.9 4.2 3.2 3.2 4.2 5.0 5.4 4.1 3.2 2.5 3.6 4.3 5.6 4.8 4.4 3.0 2.9 4.2 4.8 5.2 4.0 3.2 2.5 3.6 4.3 5.4 4.9 4.2 2.7 2.9 4.0 4.6 4.9 3.9 3.3 2.6 3.6 4.2 5.4 4.7 3.9 2.8 2.9 3.8 4.4 4.8 3.9 3.3 2.6 3.6 4.3 5.2 4.6 4.6 4.4 4.6 5.0 5.3 4.9 5.4 5.3 5.1 5.6 4.7 5.1 3.9 2.6 1.8 1.5 1.4 1.3 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.5 2.5 3.9 5.2 6.1 6.4 4.6 2.6 1.6 1.1 1.0 1.1 1.8 2.7 3.2 3.4 3.2 2.8 2.4 2.5 2.8 3.2 3.2 2.9 2.6 2.2 2.6 2.9 3.1 3.1 2.7 2.4 2.4 2.8 3.1 3.1 2.8 2.5 2.2 2.6 2.9 3.0 3.0 2.6 2.3 2.4 2.7 3.0 3.0 2.8 2.5 2.1 2.5 2.8 2.9 3.0 2.6 2.3 2.3 2.6 3.0 2.9 2.7 2.4 2.1 2.4 2.8 2.8 2.9 2.5 2.2 2.3 2.5 2.9 2.8 2.7 2.4 2.1 2.4 2.8 2.7 2.9 2.5 2.2 2.2 2.5 2.8 2.7 2.7 2.3 2.0 2.4 2.8 2.8 3.1 3.1 3.6 3.4 3.8 3.9 4.3 4.6 4.4 4.4 3.9 3.9 3.8 3.2 2.4 1.9 1.7 1.7 1.7 1.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.5 2.5 4.1 6.0 7.4 7.7 6.0 3.4 2.0 1.4 1.3 1.3 1.5 1.8 1.9 1.3 1.7 1.5 1.3 1.3 1.5 1.4 1.2 1.5 1.3 1.2 1.3 1.5 1.0 1.4 1.4 1.2 1.2 1.4 1.3 1.1 1.5 1.3 1.2 1.3 1.4 1.0 1.4 1.4 1.2 1.2 1.4 1.3 1.1 1.4 1.2 1.1 1.2 1.4 1.0 1.3 1.3 1.1 1.1 1.3 1.2 1.0 1.4 1.2 1.1 1.2 1.3 0.9 1.3 1.3 1.1 1.1 1.3 1.2 1.0 1.3 1.1 1.1 1.2 1.3 0.9 1.2 1.2 1.1 1.1 1.2 1.1 0.9 1.3 1.1 1.1 1.2 1.3 1.0 1.5 1.8 2.1 2.4 2.8 3.2 4.0 4.3 4.3 4.0 3.4 3.2 2.9 2.5 2.3 2.1 2.2 2.4 2.6 2.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.5 2.5 4.0 5.7 7.0 7.3 5.7 3.3 2.2 1.9 1.9 1.9 1.7 1.5 1.1 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.6 0.6 0.6 0.6 0.6 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.6 0.6 0.6 0.6 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.10.10.10.20.20.10.10.10.10.10.20.10.10.10.10.20.10.10.10.10.10.10.20.10.10.10.10.10.10.20.20.20.20.30.40.40.50.50.40.30.30.20.21 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE AA3 AA4H AA52TYPE WP2 & WP3 & WP4TYPE WPExhibit I
LEVEL-1
100' - 0"
12346789
B.O. HEAD-STOREFRONT ENTRY
112' - 0"
T.O. PANEL-B
146' - 0"
T.O. SILL-STOREFRONT
103' - 0"
B.O. HEAD-STOREFRONT
109' - 0"
T.O. PANEL-C
148' - 0"
T.O. PANEL-D
149' - 0"
5
SUNSHADE - FOR MORE
INFORMATION, SEE A300
MATERIALS LEGEND
SUNSHADE - FOR MORE
INFORMATION, SEE A300
MATERIALS LEGEND
BACKLIT SIGNAGE
BACKLIT SIGNAGE
P-1 P-1 4
A310
____________________________________________________________________________________________________________________________
4
A310
____________________________________________________________________________________________________________________________
MTL-1
PCP-1
PCP-2
PCP-3
PCP-2
PCP-1
WALL PACKS
WALL PACKS
WALL PACKS
BACKLIT SIGNAGEWALL PACKS
WALL PACKS
WALL PACKS
WALL PACKS
1'-4"LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
A B C D E F G H
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. PANEL-C
148' - 0"
MTL-1
PCP-3
PCP-2
PCP-1
PCP-4
1
A310
____________________________________________________________________________________________________________________________
1
A310
____________________________________________________________________________________________________________________________MATCHLINETYP. WALL PACK HT.26'-0"TYP.12'-6"WALL PACK WALL PACK WALL PACK
LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
H J K L M N P Q
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. PANEL-C
148' - 0"
MTL-1
PCP-1
PCP-4
MATCHLINEMATCHLINEWALL PACK WALL PACK WALL PACK
LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
Q R S T W
LEVEL-DOCK
96' - 0"
B.O. HEAD-STOREFRONT ENTRY
112' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. SILL-STOREFRONT
103' - 0"
B.O. HEAD-STOREFRONT
109' - 0"
T.O. PANEL-C
148' - 0"
U V
MTL-1
PCP-1
PCP-2
PCP-3PCP-4MATCHLINEWALL PACKS WALL PACKS WALL PACKS
A B C D E F G H J K L M N P Q R S T WUV
MATCHLINEMATCHLINEPCP-1 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: WHITE/ LIGHT GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
EXTERIOR MATERIALS LEGEND
MTL-1 METAL: PRE-FINISHED METAL - FIRESTONE - UNICLAD
COLOR: BONE WHITE
P-1 COLOR TO MATCH PCP-1 PAINT COLOR
PCP-2 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: MEDIUM GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
MATERIAL NOTES:
1. HM DOOR: PAINTED P-3 U.N.O.
2. STOREFRONT FRAME: 2" X 4.5" CLEAR ANODIZED ALUMINUM.
3. SUNSHADE: INDUSTRIAL LOUVERS, INC. - ST SERIES SUNSHADES -
CANTILEVERED - 0'-8" TALL, 3'-0" PROJECTION, 8'-0" LONG EA. - RECTANGULAR
FASCIA AND OUTRIGGERS - FASCIA ATTACHED TO PRE-CAST PANEL W/
MANUFACTURER'S STANDARD BRACKET CONNECTION. SEPARATION SHEET, SLIP
SHEET, OR APPLIED COATING TO ENSURE NO REACTION BETWEEN DISSIMILAR
MATERIALS. FINISH OF ALL COMPONENTS TO MATCH STOREFRONT FRAME.
4. OVERHEAD DOCK DOOR: PRE-FINISHED WHITE.
5. OVERHEAD DOCK BUMPERS: PRE-FINISHED BLACK.
6. DOCK STAIRS: ALL DOCK STAIR COMPONENTS GALVANIZED.
7. CLERESTORY WINDOWS: TO BE CENTERED ON PRE-CAST PANEL AND TO MATCH
STOREFRONT FRAME.
8. GLAZING: LOW-E GREY TINT.
9. EXTERIOR LIGHTING: SEE CONSULTANT'S DRAWINGS FOR SPECIFICATION AND
LOCATION.
10. PRE-CAST PANEL TYPE: SEE PANEL TYPE AND FOR MORE INFORMATION,
REFER TO A001 PRE-CAST PANEL TYPES.
11. SAMPLES: PROVIDE SAMPLES FOR CLIENT AND ARCHITECT TO REVIEW BEFORE
CONSTRUCTION.
12. MOCK-UP: PROVIDE MOCK-UP OF EACH PAINT COLOR FOR CLIENT AND
ARCHITECT TO REVIEW ONSITE.
PCP-3 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: DARK GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
PCP-4 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: TO MATCH PCP-3
FINISH: STEEL FORM FLUSH WITH RANDOM VERTICAL REVEALS - PAINTED
P-3 COLOR TO MATCH PCP-3 PAINT COLOR
PCP-A
N
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21292_LakevilleOfficeWarehouse_Master_jjohnson@mohagenhansen.com.rvtA300
EXTERIOR
BUILDING
ELEVATIONS
T.MOHAGEN/J.KAPLAN
J.JOHNSON
01-31-2022
21292
K:\Jobs\Oppidan\Lakeville_OfficeWarehouse\21292_ShellAndCore
CITY SUBMITTAL
LAKEVILLE OFFICE
WAREHOUSE
NEW CONSTRUCTION
Lot 1, Block 1, KTJ FIRST
ADDITION
LAKEVILLE, MN 55044
1/16" = 1'-0"A300
4 ELEVATION - EAST
1/16" = 1'-0"A300
1 ELEVATION - SOUTH - PART 1
1/16" = 1'-0"A300
2 ELEVATION - SOUTH - PART 2
1/16" = 1'-0"A300
3 ELEVATION - SOUTH - PART 3
1" = 40'-0"A300
5 OVERALL - ELEVATION - SOUTH
NO. DESCRIPTION DATE
CITY SUBMITTAL 01-31-2022
Exhibit J
LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
QRSTW
LEVEL-DOCK
96' - 0"
B.O. HEAD-STOREFRONT ENTRY
112' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. SILL-STOREFRONT
103' - 0"
B.O. HEAD-STOREFRONT
109' - 0"
T.O. PANEL-C
148' - 0"
UV
MTL-1
PCP-2
PCP-3
PCP-1
PCP-4
MATCHLINEWALL PACKSWALL PACKSWALL PACKS
LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
HJKLMNPQ
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. PANEL-C
148' - 0"
MTL-1
PCP-1
PCP-4MATCHLINE MATCHLINEWALL PACKWALL PACKWALL PACK
LEVEL-1
100' - 0"
T.O. PANEL-A
144' - 0"
ABCDEFGH
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. PANEL-C
148' - 0"
MTL-1
PCP-2
PCP-1
PCP-3
1
A310
____________________________________________________________________________________________________________________________
1
A310
____________________________________________________________________________________________________________________________
PCP-4
MATCHLINEWALL PACKWALL PACKWALL PACK
LEVEL-1
100' - 0"
1 2 3 4 6 7 8 9
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
T.O. PANEL-C
148' - 0"
T.O. PANEL-D
149' - 0"
5
MTL-1
PCP-1
PCP-2PCP-3
BACKLIT SIGNAGE BACKLIT SIGNAGE
P-1
P-1 P-12
A310
____________________________________________________________________________________________________________________________
2
A310
____________________________________________________________________________________________________________________________
PCP-2
WALL PACKS WALL PACKS WALL PACKSWALL PACKS
ABCDEFGHJKLMNPQRSTWUV
MATCHLINEMATCHLINEPCP-1 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: WHITE/ LIGHT GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
EXTERIOR MATERIALS LEGEND
MTL-1 METAL: PRE-FINISHED METAL - FIRESTONE - UNICLAD
COLOR: BONE WHITE
P-1 COLOR TO MATCH PCP-1 PAINT COLOR
PCP-2 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: MEDIUM GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
MATERIAL NOTES:
1. HM DOOR: PAINTED P-3 U.N.O.
2. STOREFRONT FRAME: 2" X 4.5" CLEAR ANODIZED ALUMINUM.
3. SUNSHADE: INDUSTRIAL LOUVERS, INC. - ST SERIES SUNSHADES -
CANTILEVERED - 0'-8" TALL, 3'-0" PROJECTION, 8'-0" LONG EA. - RECTANGULAR
FASCIA AND OUTRIGGERS - FASCIA ATTACHED TO PRE-CAST PANEL W/
MANUFACTURER'S STANDARD BRACKET CONNECTION. SEPARATION SHEET, SLIP
SHEET, OR APPLIED COATING TO ENSURE NO REACTION BETWEEN DISSIMILAR
MATERIALS. FINISH OF ALL COMPONENTS TO MATCH STOREFRONT FRAME.
4. OVERHEAD DOCK DOOR: PRE-FINISHED WHITE.
5. OVERHEAD DOCK BUMPERS: PRE-FINISHED BLACK.
6. DOCK STAIRS: ALL DOCK STAIR COMPONENTS GALVANIZED.
7. CLERESTORY WINDOWS: TO BE CENTERED ON PRE-CAST PANEL AND TO MATCH
STOREFRONT FRAME.
8. GLAZING: LOW-E GREY TINT.
9. EXTERIOR LIGHTING: SEE CONSULTANT'S DRAWINGS FOR SPECIFICATION AND
LOCATION.
10. PRE-CAST PANEL TYPE: SEE PANEL TYPE AND FOR MORE INFORMATION,
REFER TO A001 PRE-CAST PANEL TYPES.
11. SAMPLES: PROVIDE SAMPLES FOR CLIENT AND ARCHITECT TO REVIEW BEFORE
CONSTRUCTION.
12. MOCK-UP: PROVIDE MOCK-UP OF EACH PAINT COLOR FOR CLIENT AND
ARCHITECT TO REVIEW ONSITE.
PCP-3 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: DARK GREY TBD
FINISH: STEEL FORM FLUSH WITH REVEAL LINES - PAINTED
PCP-4 PRE-CAST CONCRETE PANEL: INSULATED PRECAST PANEL
TYPE: FABCON VERSACORE+GREEN PRE-CAST PANEL
COLOR: TO MATCH PCP-3
FINISH: STEEL FORM FLUSH WITH RANDOM VERTICAL REVEALS - PAINTED
P-3 COLOR TO MATCH PCP-3 PAINT COLOR
PCP-A
N
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21292_LakevilleOfficeWarehouse_Master_jjohnson@mohagenhansen.com.rvtA301
EXTERIOR
BUILDING
ELEVATIONS
T.MOHAGEN/J.KAPLAN
J.JOHNSON
01-31-2022
21292
K:\Jobs\Oppidan\Lakeville_OfficeWarehouse\21292_ShellAndCore
CITY SUBMITTAL
LAKEVILLE OFFICE
WAREHOUSE
NEW CONSTRUCTION
Lot 1, Block 1, KTJ FIRST
ADDITION
LAKEVILLE, MN 55044
1/16" = 1'-0"A301
1 ELEVATION - NORTH - PART 3
1/16" = 1'-0"A301
2 ELEVATION - NORTH - PART 2
1/16" = 1'-0"A301
3 ELEVATION - NORTH - PART 1
1/16" = 1'-0"A301
4 ELEVATION - WEST
1" = 40'-0"A301
5 OVERALL - ELEVATION - NORTH
NO. DESCRIPTION DATE
CITY SUBMITTAL 01-31-2022
LEVEL-1
100' - 0"
CLEAR HEIGHT
136' - 0"
12346789
LEVEL-DOCK
96' - 0"
T.O. PANEL-B
146' - 0"
B.O. HEAD-CLERESTORY
133' - 0"
T.O. SILL-CLERESTORY
128' - 6"
B.O. DECK-A
142' - 0"
B.O. DECK-B
146' - 2"
5
2
A310
____________________________________________________________________________________________________________________________
2
A310
____________________________________________________________________________________________________________________________
LEVEL-1
100' - 0"
CLEAR HEIGHT
136' - 0"
A B C D E F G H
T.O. PANEL-C
148' - 0"
1
A310
____________________________________________________________________________________________________________________________
1
A310
____________________________________________________________________________________________________________________________MATCHLINELEVEL-1
100' - 0"
CLEAR HEIGHT
136' - 0"
H J K L M N P Q
MATCHLINEMATCHLINELEVEL-1
100' - 0"
CLEAR HEIGHT
136' - 0"
Q R S T W
T.O. PANEL-C
148' - 0"
U V
MATCHLINEDATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21292_LakevilleOfficeWarehouse_Master_jjohnson@mohagenhansen.com.rvtA310
BUILDING
SECTIONS
T.MOHAGEN/J.KAPLAN
J.JOHNSON
01-31-2022
21292
K:\Jobs\Oppidan\Lakeville_OfficeWarehouse\21292_ShellAndCore
CITY SUBMITTAL
LAKEVILLE OFFICE
WAREHOUSE
NEW CONSTRUCTION
Lot 1, Block 1, KTJ FIRST
ADDITION
LAKEVILLE, MN 55044
1/16" = 1'-0"A310
1 BUILDING SECTION 1
1/16" = 1'-0"A310
2 BUILDING SECTION 2 - PART 1
1/16" = 1'-0"A310
3 BUILDING SECTION 2 - PART 2
1/16" = 1'-0"A310
4 BUILDING SECTION 2 - PART 3
NO. DESCRIPTION DATE
CITY SUBMITTAL 01-31-2022
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us
March 18, 2022
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: KTJ FIRST ADDITION
The Dakota County Plat Commission met on March 16, 2022, to consider the preliminary plat of the
referenced plat. The plat is adjacent to Future County Road 70 and CSAH 23 (Cedar Ave.) and is
therefore subject to the Dakota County Contiguous Plat Ordinance.
The proposed plan includes one light industrial building with access to Galway Lane (a city street) via
Future CR 70. The extension of Future CR 70 east of CSAH 23 will be constructed as a cul-de-sac to abut
the Galway Lane access. The cul-de-sac for Future CR 70 will remain until further development to the
east or a County Highway project. The access spacing guidelines are ½ mile full access and ¼ mile
restricted access along CSAH 23 and Future CR 70. The access location at Galway Lane is located about
¼-mile east of CSAH 23 and will be a restricted access location in the future but will operate as a full
access today. The internal connection to Galway Lane for the site will moved to 90 feet from Future CR
70 right-of-way to meet the minimum city setback.
The right-of-way needs along CSAH 23 and future CR 70 are 75 feet of half right-of-way. The access
spacing guidelines are ½ mile for full access locations and ¼ mile for restricted access locations along
CSAH 23 and CR 70. Restricted access should be shown along all of CSAH 23 and all of Future CR 70
except for Galway Lane. As discussed, there will be further discussions regarding drainage in the area.
The type of future access openings along County Roads are subject to change based upon operation,
safety concerns, updated studies, or increased traffic counts. Future access allowed to any County Road
has a right to an access opening but not the type of access (full, restricted) or future median
requirements.
The Plat Commission has approved the preliminary plat provided that the described conditions are met.
The Ordinance requires submittal of a final plat for review by the Plat Commission before a
recommendation is made to the County Board of Commissioners.
Traffic volumes on Future County Road 70 are to be determined. The traffic volumes on CSAH 23 are
8,000 ADT and are anticipated to be 8,400 ADT by the year 2040.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property.
Exhibit K
The Plat Commission highly recommends early contact with the Transportation Department to discuss
the permitting process which reviews the design and may require construction of highway
improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting
street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952)
891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Mike Brandt , Kimley-Horn
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Frank Dempsey, Associate Planner
From: Alex Jordan, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Daryl Morey, Planning Director
Dave Olson, Community and Economic Development Director
John Hennen, Parks and Recreation Director
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Date: April 28, 2022
Subject: KTJ First Addition
• Preliminary Plat Review
• Preliminary Grading and Erosion Control Plan Review
• Preliminary Utility Plan Review
• Preliminary Site Plan Review
BBAACCKKGGRROOUUNNDD
Oppidan Investment Company has submitted a preliminary plat to be known as KTJ First
Addition and site plans to construct a 400,000 square foot industrial warehouse building. The
proposed development is located east of and adjacent to Cedar Avenue (CSAH 23) and south
of and adjacent to 215th Street (Future CSAH 70). The parent parcels consist of two metes and
bounds properties (PID Nos. 220340051020 and 220340051010), zoned I-2, General Industrial
District.
The preliminary plat consists of one lot within one block on 22.85 acres.
The proposed development will be completed by:
Developer: Oppidan Investment Company
Engineer/Surveyor: Kimley-Horn and Associates, Inc./ Egan, Field, & Nowak, Inc.
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 22 OOFF 77
SSIITTEE CCOONNDDIITTIIOONNSS
The parent parcels consist of agricultural land and a homestead and accessory buildings. The
Developer shall remove the existing buildings, overhead utilities, septic tanks, wells, driveway
entrances and site improvements and a security will be required with the final plat. South
Creek is located along the north side of the parent parcels. The land generally slopes from
west to east.
EEAASSEEMMEENNTTSS
The parent parcels contain the following easements that will be maintained with
development:
• Pipe line easement per Document No. 2878564
• Right of way easement for the transportation of natural gas
• Highway easement per Doc. No. 462007
• Highway Easement per Doc Nos. 666302 and 666304
• Easement for back or embankment slope per Doc. No. 666305
• Right of way easement for public utility and drainage purposes per Doc. No. 808516
• Right of way easement for public utility and drainage purposes per Doc. No. 808517
• Highway Easement per Doc Nos. 1630299 and 1630299 and Dakota County Road Right
of Way Map No. 226
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
Cedar Avenue (CSAH 23)
KTJ First Addition is located east of and adjacent to Cedar Avenue. Cedar Avenue is a low
density minor arterial County roadway as identified in the City’s Transportation Plan. It is
currently constructed as a four-lane, rural section roadway adjacent to the plat. The adjacent
proposed Airlake 70 First Addition improvements include construction of a northbound right
turn lane along Cedar Avenue and modifications to the existing traffic signal for the local
extension of 215th Street.
The preliminary plat was reviewed and recommended for approval by the Dakota County Plat
Commission at its March 16, 2022 meeting. No access is proposed to Cedar Avenue.
215th Street (Future CSAH 70)
KTJ First Addition is located south of adjacent to 215th Street. The adjacent Airlake 70 First
Addition development will construct 215th Street, a future Principal Arterial County roadway
from Cedar Avenue extending east adjacent to the parent parcels. 215th Street will be initially
constructed as a local standard rural section roadway until it is extended east providing
alternate connections to the City of Farmington, currently not programmed. The street will be
constructed as a 40-foot-wide paved section with two-foot gravel shoulders on the south side
and curb and gutter on the north, transitioning to a 4-lane divided roadway at the
intersection of Cedar Avenue to align with the approach lanes to the west. Dedicated
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 33 OOFF 77
westbound turn lanes will be constructed along 215th Street at the Cedar Avenue intersection.
215th Street will terminate in a temporary cul-de-sac east of the intersection with Galway Lane.
The KTJ First Addition final plat may not be recorded until the Airlake 70 First Addition plat is
recorded and a security is furnished for the construction of 215th Street and associated
improvements. If the Airlake 70 First Addition plat does not proceed, the Developer will be
required for the construction of 215th Street to provide access to the development.
Galway Lane
KTJ First Addition is located west of adjacent to Galway Lane, a local roadway. The adjacent
Airlake 70 First Addition development will construct Galway Lane, a local roadway. Galway
Lane will be constructed as a rural section roadway to promote infiltration and stormwater
treatment. Curb and gutter will be included on the majority of the west side of the roadway in
order to match existing elevations along the west right of way boundary including the
proposed KTJ First Addition site improvements. Galway Lane will be constructed between
215th Street and 220th Street to provide additional access for existing industrial development
south of 220th Street.
Galway Lane will provide a temporary full access to 215th Street, until such time that it is
improved to its ultimate design and jurisdiction is transferred to Dakota County. It is
anticipated that the access will be converted to either right-in/right-out or ¾ partial access at
such time.
The KTJ First Addition final plat may not be recorded until the Airlake 70 First Addition plat is
recorded and a security is furnished for the construction of Galway Lane and associated
improvements. If the Airlake 70 First Addition plat does not proceed, the Developer will be
required for the construction of Galway Lane to provide access to the development.
SITE PLAN REVIEW
A site plan application was submitted by Oppidan Investment Company for Lot 1, Block 1, KTJ
First Addition. The site plan consists of a 400,000 square foot industrial building, parking lot,
utilities and stormwater management systems. Public improvements necessary to serve the
development of the site include the construction of 215th Street, Galway Lane and associated
utilities.
Two access drives from Galway Lane serve the proposed site improvements. The driveway
entrances are proposed to include a commercial driveway apron, stop sign and stop bar. The
parking improvements includes stalls for automobiles and truck trailers, including 8
designated handicapped spaces.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 44 OOFF 77
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS
The Park Dedication fee has not collected on the parent parcels and must be paid with the
final plat.
The City’s Parks, Trails and Open Space Plan identify a regional greenway corridor along South
Creek on the north side of the parent parcels. The proposed greenway corridors are located
on land currently owned by the City, outside of the plat boundary.
UUTTIILLIITTIIEESS
SSAANN IITTAARRYY SSEE WWEERR
Airlake 70 First Addition is located south of the sub-district SC-10015 of the South Creek
sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
The wastewater from the proposed site will be conveyed by privately-owned and City-owned
sanitary sewer facilities to the Elko/New Market interceptor and then to the Empire
Wastewater Treatment Plant. The existing MCES-owned downstream facilities are adequate to
convey the wastewater generated by the proposed development.
Development of KTJ First Addition includes the extension of public sanitary sewer from
sanitary sewer proposed to be constructed along Galway Lane with the Airlake 70 First
Addition improvements.
The KTJ First Addition final plat may not be recorded until the Airlake 70 First Addition final
plat is recorded and a security is posted for the construction of the necessary public sanitary
sewer. Connections to the downstream sanitary sewer may not be permitted until the
sanitary sewer is tested and accepted by the City.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall
be paid for with the Building Permit Application. The Sanitary Sewer Availability Charge will
be calculated at the rate in effect at the time of approval of the Building Permit Application, as
determined by the City’s Building Official.
WWAATTEERRMMAAIINN
Construction of 215th Street and Garvey Lane will include the extension of 12-inch public
watermain with the Airlake 70 First Addition improvements.
Development of Lot 1, Block 1, KTJ First Addition includes the extension of private watermain
from the proposed watermain along Galway Lane. A 10-inch fire protection/domestic
combination watermain loop will be extended within the site from two proposed stubs along
Galway Lane. The watermain constructed within the site shall be privately owned and
maintained.
The KTJ First Addition final plat may not be recorded until the Airlake 70 First Addition final
plat is recorded and a security is posted for the construction of the necessary public
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 55 OOFF 77
watermain. Connections to the water services may not be permitted until the public
watermain within Galway Lane is tested and accepted by the City.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final construction plans.
OOVVEERRHHEEAADD LLIINN EESS
Overhead utility lines and poles are located on the east side of Cedar Avenue adjacent to the
plat, extending within the parent parcel providing service to the existing buildings.
Consistent with the City’s Public Ways and Property Ordinance, the overhead utility lines and
poles along Cedar Avenue and service line and poles extending within the site must be
removed with development of the property. A security will be required with the final plat for
the removal of the overhead utility lines and poles.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
KTJ First Addition is located within subdistrict SC-103, SC-102 and SC-173, of the South Creek
District of the City’s Comprehensive Water and Natural Resources Management Plan. The land
use on the site is currently agriculture. Drainage on the existing site generally flows from the
south to the north to South Creek.
Construction of 215th Street and Galway Lane with development of Airlake 70 First Addition
includes the grading of roadway ditches and two publicly owned and maintained stormwater
management basin to manage the proposed drainage of the roadways. The proposed
stormwater management design meets the City’s requirements for rate and quality control.
Development of Lot 1, Block 1, KTJ First Addition includes the construction of two privately
owned and maintained stormwater management filtration basins and one privately owned
and maintained underground stormwater system which will manage the proposed runoff
generated from the site. The Developer shall sign a private maintenance agreement for the
stormwater management basins prior to City Council consideration of the final plat.
The grading specifications shall indicate that all embankments meet FHA/HUD 79G
specifications. The Developer shall certify to the City that footings placed on fill material are
appropriately constructed. A building permit will not be issued until a soils report and an as-
built certified building pad survey have been submitted and approved by City staff.
A National Pollution Discharge Elimination System General Stormwater Permit for
construction activity is required by the Minnesota Pollution Control Agency for areas
exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
Lot 1, Block 1, KTJ First Addition includes the construction of privately owned and maintained
storm sewer systems, which will collect and convey stormwater runoff generated from within
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 66 OOFF 77
the development to the privately-owned and maintained stormwater management basins
and underground chamber.
Publicly owned and maintained storm sewer will be constructed with Airlake 70 First Addition
along 215th Street and Galway Lane to collect and convey the runoff from the public roadways
to the public basins on Outlot D and north of the 215th Street right-of-way.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must
be paid with the final plat, at the rate in effect at the time of final plat approval.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FFEEMMAA FFLLOOOODDPPLLAAII NN AANN AALLYYSSIISS
Portions of the KTJ First Addition site are shown on the Flood Insurance Rate Map (FIRM) as
Zone A by the Federal Emergency Management Agency (FEMA). Based on this designation,
there are areas in the plat located within a Special Flood Hazard Area (SFHA), as determined
by FEMA.
The proposed roadway improvements for 215th Street and site development for KTJ First
Addition impact a portion of the mapped floodplain. The Developer shall conduct a “no-rise”
analysis to permit the fill within the floodplain. The City Council will not consider the final plat
and grading/impacts to the floodplain will not be permitted until the no-rise certification has
been submitted and approved by the City. Floodplain mitigation areas are proposed to be
graded on Outlot A, Outlot C and Outlot B, Airlake 70 First Addition.
WWEETTLLAANNDDSS
A wetland delineation was completed by Kimley-Horn for the site. Based on the information
provided in the report and site visit by City staff, the wetland delineation for the area outlined
in the report has been determined to be acceptable for use in implementing the Wetland
Conservation Act.
The developer is proposing impacts to the wetland along the north property line. A wetland
replacement plan must be submitted and sent out for review and comment to local, state and
federal agencies. The City Council will not consider the final plat and grading/impacts to the
wetland until the wetland replacement plan has been submitted and approved by the City.
EERROOSSIIOONN CCOO NN TT RROOLL
The Developer is responsible for meeting all the requirements of the MPCA Construction
Permit. The Developer must obtain permit coverage prior to construction.
The site drains to a DNR trout stream. Additional best management practices are required to
protect the trout stream. Additional erosion control measures may be required during
KKTTJJ FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 2288,, 22002222
PPAAGGEE 77 OOFF 77
construction as deemed necessary by City staff. Any additional measures required shall be
installed and maintained by the Developer.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, grading and erosion control plan,
utility plan, and site plan for KTJ First Addition, subject to the requirements and stipulations
within this report.
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
KTJ FIRST ADDITION BUILDING HEIGHT CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On May 5, 2022 the Lakeville Planning Commission met at it’s regularly scheduled
meeting to consider a conditional use permit to allow the construction of an industiral building
at a height greater than 45 feet on property located at Lot 1, Block 1, KTJ First Addition east of
Cedar Avenue (CSAH 23) and south of 215th Street in the I-2, General Industrial District. The
Planning Commission conducted a public hearing on the proposed conditional use permit
preceded by published and mailed notice. The applicant was present and the Planning
Commission heard testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan,
which guides the property for industrial land uses.
2. The property is currently zoned I-2, General Industrial District.
3. The legal description of the property is:
Lots 1, Block 1, KTJ First Addition
4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use
permit may not be issued unless certain criteria are satisfied. The criteria and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
2
Finding: The proposed industrial building at 49 feet in height consistent with the
recommendations of the 2040 Comprehensive Land Use Plan for industrial uses in District 6.
The additional proposed four feet of building height does not conflict with the Comprehensive
Land Use Plan and is compatible with other industrial buildings in the vicinity.
The proposed use is or will be compatible with present and future land uses of the area.
Finding: The 49-foot tall warehouse building will be consistent and compatible with other
similar industrial buildings in the area.
b. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: The proposed 49-foot tall warehouse building complies with the requirements of the
Zoning Ordinance including performance standards for increased building property line
setbacks.
c. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject property lies within the current MUSA. The property is served with
public sanitary sewer and water. The warehouse building with a height greater than 45
feet will have no impact on the City’s service capacity.
d. Traffic generation by the proposed use is within capabilities of streets serving the
property.
Finding: The 49-foot tall warehouse building will not overburden the streets serving the
property.
5. The planning report dated April 29, 2022 prepared by Associate Planner Frank Dempsey is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the conditional use
permit conditioned upon compliance with the planning report prepared by Associate Planner
Frank Dempsey dated April 29, 2022.
3
DATED: May 5, 2022
LAKEVILLE PLANNING COMMISSION
BY: _________________________
Jeff Witte, Chair